I'm trying to create a parametric structural framing truss using the "Metric Structural Framing - Complex and Trusses.rft" template and some otb structural framing that have been lightly modified in order to have cuts at the ends.

Anyway... the problem is that I don't know how to constrain the once loaded members to the ref.plane. scaffolding in the family environment.

The ref planes move, and all, but the framing does not flex.

I'm sure there is a way so came in search of some help.

Thx guys